
28 Articles
Verification of the Design Parameters Based on the Control Diagnostic of the Deformation Resistance of the Sub-Ballast Upper Surface
, , and
Managing the Utilization of Preventive Measures for Fire Resistance in the Hospitals
, and
Tensile Force Distribution And Development Within Geogrid-Reinforced Retaining Wall
, , , and
Influence of Different Factors on Permanent Deformation of Hot Asphalt Concrete Mixtures
and
Investigation of the Most Positions Affected in Rail Track When the Modulus of Elasticity of the Ballast Layer is Changed
, and
Suction Variation of Natural and Treated Unsaturated Gypseous Soils During Wetting
and
Research on the Long-Term Acoustic Efficiency of Asphalt Mixtures Using CRM in Test Sections of Slovak Roads
, and
Strengthening of Reinforced Concrete Beams with Textile-Reinforced Concrete
and
Effect of Initial Water Content on the Collapsibility of Natural and Cement-Treated Gypseous Soils
, and
Investigation on the Performance of Limestone as Filler on Various Pavement Mixtures
, , , and
Using Tuff and Limestone Sand to Minimize Water Consumption of Pavement Construction in Arid Regions
, , and
Pyrolysis of Domestic Sewage Sludge: Effect of Process Parameters on Biochar Calorific Value
, , , and
Feasibility of Strengthening Sandy Soils Using Industry Waste as Geo-Fiber
, and
Used Isolation System to Reduce the Response of Offshore Structure Considering Soil Structure Interaction
and
Experimental and Numerical Assessment of Bonding Between Geopolymer Concrete and CFRP Sheet Using NSM Techniques
Investigation of Using Waste Glass Powder (WGP) as a Partial Natural Sand Replacement in Concrete for a Potential Use in Iraqi Construction Field
, and
Large Scale Shear Box Testing of Interface Between Construction Materials and Soils
, , , , and
Design Parameters for Geotextile-Reinforced Unpaved Road by Applying Dimensional Analysis
and
Green Infrastructure: Legislative and Behavioral Approaches in the Context of Urban Engineering
, and
Bearing Capacity Analysis of Floating Foundation Model in Homogeneous Very Soft Clay
, , and
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